Bid Tabulations
Letting of
01/25/2012
LA DOTD Headquarters
| Lead Project: H.000975.6-R1 | |
| Parish: Richland | |
| Routes: LA 15 | |
| Description: LA 15: US 425 TO LA 135 | |
| Type Const: COLD PLANING ASPHALTIC CONCRETE, THIN ASPHALTIC CONCRETE, SUPERPAVE ASPHALTIC CONCRETE, DRAINAGE STRUCTURES AND RELATED WORK. | |
| Estimated Construction Cost: $1,387,763.92 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12312 | Gilchrist Construction Co. LLC | $1,194,087.94 |
| 2 | 12487 | Diamond B Construction Co., L.L.C. | $1,225,437.89 |
| 3 | 05789 | D & J Construction Co., Inc. | $1,255,573.46 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Gilchrist Construction Co. LLC |
- 2 - Diamond B Construction Co., L.L.C. |
- 3 - D & J Construction Co., Inc. |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 10,000.00 | 10,000.00 | 2,500.00 | 2,500.00 | 3,000.00 | 3,000.00 |
| 0002 | 501-01-00004 | Thin Asphaltic Concrete (Dense Mix) | 2,326.4 | TON | 115.00 | 267,536.00 | 105.00 | 244,272.00 | 115.00 | 267,536.00 |
| 0003 | 501-02-00001 | Tack Coat For use with Thin Lift Item Only | 2,427.6 | GAL | 3.50 | 8,496.60 | 4.25 | 10,317.30 | 4.00 | 9,710.40 |
| 0004 | 502-01-00100 | Superpave Asphaltic Concrete | 4,410.9 | TON | 100.00 | 441,090.00 | 100.00 | 441,090.00 | 95.00 | 419,035.50 |
| 0005 | 509-01-00100 | Cold Planing Asphaltic Pavement | 80,559 | SQYD | 0.55 | 44,307.45 | 1.90 | 153,062.10 | 2.00 | 161,118.00 |
| 0006 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -2,507 | CUYD | 1.00 | -2,507.00 | 1.00 | -2,507.00 | 0.10 | -250.70 |
| 0007 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 588 | SQYD | 115.00 | 67,620.00 | 115.00 | 67,620.00 | 125.00 | 73,500.00 |
| 0008 | 701-01-01040 | Cross Drain Pipe (36" RCP/PP) | 64 | LNFT | 180.00 | 11,520.00 | 150.00 | 9,600.00 | 125.00 | 8,000.00 |
| 0009 | 701-01-01080 | Cross Drain Pipe (48" RCP/PP) | 72 | LNFT | 220.00 | 15,840.00 | 200.00 | 14,400.00 | 150.00 | 10,800.00 |
| 0010 | 701-02-01080 | Cross Drain Pipe Arch (48" Equiv. RCPA) | 64 | LNFT | 230.00 | 14,720.00 | 250.00 | 16,000.00 | 200.00 | 12,800.00 |
| 0011 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 22 | SQYD | 75.00 | 1,650.00 | 110.00 | 2,420.00 | 125.00 | 2,750.00 |
| 0012 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 20,000.00 | 20,000.00 | 18,000.00 | 18,000.00 | 15,000.00 | 15,000.00 |
| 0013 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 11.378 | MILE | 400.00 | 4,551.20 | 180.00 | 2,048.04 | 225.00 | 2,560.05 |
| 0014 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 10.504 | MILE | 180.00 | 1,890.72 | 200.00 | 2,100.80 | 200.00 | 2,100.80 |
| 0015 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 15.414 | MILE | 180.00 | 2,774.52 | 350.00 | 5,394.90 | 1.00 | 15.41 |
| 0016 | 716-01-00100 | Mulch (Vegetative) | 0.2 | TON | 2,000.00 | 400.00 | 1,900.00 | 380.00 | 2,000.00 | 400.00 |
| 0017 | 717-01-00100 | Seeding | 5 | LB | 60.00 | 300.00 | 54.00 | 270.00 | 40.00 | 200.00 |
| 0018 | 718-01-00100 | Fertilizer | 80 | LB | 10.50 | 840.00 | 10.00 | 800.00 | 3.00 | 240.00 |
| 0019 | 726-01-00100 | Bedding Material | 102.9 | CUYD | 92.00 | 9,466.80 | 110.00 | 11,319.00 | 100.00 | 10,290.00 |
| 0020 | 727-01-00100 | Mobilization | 1 | LUMP | 100,000.00 | 100,000.00 | 51,000.00 | 51,000.00 | 70,000.00 | 70,000.00 |
| 0021 | 729-16-00200 | Object Marker Assembly (Type 2) | 6 | EACH | 90.00 | 540.00 | 80.00 | 480.00 | 100.00 | 600.00 |
| 0022 | 731-02-00100 | Reflectorized Raised Pavement Markers | 752 | EACH | 5.80 | 4,361.60 | 6.00 | 4,512.00 | 6.00 | 4,512.00 |
| 0023 | 732-01-01060 | Plastic Pavement Striping (12" Width) (Thermoplastic 90 mil) | 11 | LNFT | 8.00 | 88.00 | 8.00 | 88.00 | 8.00 | 88.00 |
| 0024 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 13.396 | MILE | 2,900.00 | 38,848.40 | 2,700.00 | 36,169.20 | 3,000.00 | 40,188.00 |
| 0025 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 5.252 | MILE | 900.00 | 4,726.80 | 800.00 | 4,201.60 | 1,000.00 | 5,252.00 |
| 0026 | 735-01-00100 | Mailboxes | 43 | EACH | 15.00 | 645.00 | 1.00 | 43.00 | 6.00 | 258.00 |
| 0027 | 735-02-00100 | Mailbox Supports (Single) | 43 | EACH | 115.00 | 4,945.00 | 110.00 | 4,730.00 | 125.00 | 5,375.00 |
| 0028 | 740-01-00100 | Construction Layout | 1 | LUMP | 10,000.00 | 10,000.00 | 6,000.00 | 6,000.00 | 14,000.00 | 14,000.00 |
| 0029 | NS-200-00040 | Geotextile Fabric | 25 | SQYD | 5.00 | 125.00 | 2.25 | 56.25 | 5.00 | 125.00 |
| 0030 | NS-500-00220 | Sawing and Sealing Longitudinal Joints in Asphaltic Concrete Overlay | 45,111 | LNFT | 1.30 | 58,644.30 | 1.50 | 67,666.50 | 1.50 | 67,666.50 |
| 0031 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphaltic Concrete Overlay | 752 | LNFT | 4.00 | 3,008.00 | 1.60 | 1,203.20 | 1.80 | 1,353.60 |
| 0032 | NS-500-00260 | Sawcuts in Asphaltic Concrete Lifts | 45,863 | LNFT | 0.85 | 38,983.55 | 1.00 | 45,863.00 | 0.90 | 41,276.70 |
| 0033 | NS-500-00360 | Saw Cutting Asphaltic Concrete Pavement Over Portland Cement Concrete Composite Pavement | 17,352 | INLF | 0.50 | 8,676.00 | 0.25 | 4,338.00 | 0.35 | 6,073.20 |
| CONTRACTOR TOTAL | 1,194,087.94 | 1,225,437.89 | 1,255,573.46 | |||||||